Results 21 to 30 of about 211,232 (337)
Seismic fragility analysis of two-story and three-span metro station structures based on IDA method
Yantu gongcheng xuebao, 2020 Based on the non-linear soil-structure interaction model for a two-storey and three-span metro station in a typical underground engineering site, an IDA (incremental dynamic analysis)-based structural seismic fragility analysis method is introduced for ...
ZHONG Zi-lan , SHEN Yi-yao , HAO Ya-ru , LI Li-yun , DU Xiu-li 1
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Seismic Fragility Analysis of Aqueduct Structural Systems Based on G-PCM Method
Sustainability, 2022 In order to accurately predict the seismic fragility of an aqueduct system, the General Product of Conditional Marginal (G-PCM) method was applied to the seismic fragility analysis of the aqueduct structural system, consisting of interrelated components ...
Ying Ma +4 more
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A method of seismic performance evaluation based seismic fragility analysis [PDF]
MATEC Web of Conferences, 2018 For evaluating seismic performance of structures, a method is presented based on increment dynamic analysis and seismic fragility analysis. Firstly, the failure probability equation is deduced, in which the relationships of seismic intensities and response demands can be determined by the increment dynamic analysis. On this basis the probabilities with
Wang Feng, Guo Zhongzheng
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Efficient Seismic Fragility Analysis for Large-Scale Piping System Utilizing Bayesian Approach
Applied Sciences, 2020 In the event of an earthquake, it is essential to accurately assess the seismic fragility of piping systems to ensure the continued safety of society.
Shinyoung Kwag, YongHee Ryu, Bu-Seog Ju
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Yantu gongcheng xuebao, 2023 The increase dynamic analysis (IDA) curves of seismic responses of the underground large-scale frame structure (ULSFS) are investigated during the single horizontal earthquakes and horizontal-vertical earthquakes, respectively. The influence mechanism of
QIU Dapeng 1, 2, CHEN Jianyun 3, WANG Wenming 1, 2, CAO Xiangyu 4
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SEISMIC FRAGILITY ANALYSIS OF STEEL STORAGE TANKS
Proceedings of the 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015), 2015 Earthquakes can cause significant damages to industrial liquid storage tanks resulting in losses of functionality, fires or environmental contamination due to the leakage of hazardous chemicals. Typical damages of ground supported tanks during past earthquakes were in the form of cracking at the corner of the bottom plate and compression buckling of ...
Fabrizio Paolacci +5 more
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Use of Generalized Lambda Models For Seismic Fragility Analysis
8th International Symposium on Reliability Engineering and Risk Management, 2022 RSUQ-Report, 2022 ...
Zhu, Xujia +2 more
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Creating Fragility Functions for Performance-Based Earthquake Engineering [PDF]
, 2007 The Applied Technology Council is adapting PEER's performance-based earthquake engineering methodology to professional practice. The methodology's damage-analysis stage uses fragility functions to calculate the probability of damage to facility ...
Bachman, Robert +2 more
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Yuanzineng kexue jishu, 2023 Seismic hazard analysis and seismic fragility analysis are import parts of seismic risk analysis of the nuclear power plant, and the site-specific spectra generation and selection of ground motion records are the key connecting steps between seismic ...
WANG Xiaolei;YAN Weidong;LYU Dagang
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PROBABILISTIC SEISMIC FRAGILITY FOR ROCKING MASONRY FAÇADES USING CLOUD ANALYSIS [PDF]
Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015), 2021 The seismic performance of masonry churches is mainly governed by the out-of-plane mechanisms. Among them, the greater seismic vulnerability can be associated to the out-of-plane mechanism of the façade. If the masonry quality ensures a monolithic out-of-plane behaviour, the dynamic analysis of a rigid rocking block allows a reliable estimation of the
Benenato A. +3 more
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